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Home My WebLink About07120091 Sewer/Water Permit/s;L- CITY OF CARMEL Item 1 of 1 PERMIT RECEIPT OPERATOR: vdclan MY # 1 Sec:30 Twp:18 Rng:03 Sub:CBN Blk:3 Lot:227 PARCEL ID ........: ZCBN227 DATE ISSUED.......: 12/21/2007 RECEIPT 4.........: 27073 REFERENCE ID # ...: 07120084 SITE ADDRESS .....: 13454 SALAMONE WY SUBDIVISION ......: CLAYBOURNE CITY iWESTFIELD IMPACT AREA ...... OWNER ............: RYLAND HOMES ADDRESS ..........: 9025 N RIVER ROAD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: RYLAND HOMES CONTRACTOR .......: LIC 4 XA-1SUP COMPANY ..........: A-1 SUPERIOR EXCAVATING ADDRESS ..........: 3143 ROSEWAY DR CITY/STATE/ZIP ...: INDIANAPOLIS, IN 16226 TELEPHONE ........: (317) 898-0767 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL --- ------------- ---------- ---------- ---- ---- ---------- USFWATCONN FLAT RATE 1.00 1396.00 0.00 1396.00 0.00 ---------- ---- ---- ---------- TOTAL PERMIT 1396.00 0.00 1396.00 0.00 METHOD OF PAYMENT AMOUNT NUMBER ----------------- ------------ ------------------ CHECK 1396.00 14096 TOTAL RECEIPT 1396.00 ', r ;4Er., CITY OF CARMEL/ CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT PARCEL ID #: ZCBN227 LOT & SUBDIVISION: 227 CLAYBOURNE ADDRESS OF CONSTRUCTION: 13454 SALAMONE WY WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 14096 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Email: Street Address: 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWER/WATER PERMIT Permit #: 07120084 Date: 12/21/2007 Notesluonanions: LOT 227 CLAYBOURNE, WATER PERMIT ` NO NOTES' The building &C Sewer Shall be pve sewer pipe meeting AS I NI specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting ASTN1 specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall he installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(a), and sections P3008.1 and 2 of the International Residential Code. All buildingsewers shall be 6" diameter. All installations shall be "open trench" inspected and appmv d by the Carmel Sewer Department before any baekfilling is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits andior denial of water connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer insnection-'hould be revue sted at [317) 571-M48 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. If any street must he nn. a senarnte street cut nermit shall he nhininM. APPLICANT NAME: RICK GROCE PAYMENT RECEIVED BY: FEES: $1,396.00 Permit Type Final Subdivision --------- Cla bourne. ------------------------ Section Number 3 Lift Station -- ------- 14 Austin Oaks Station -------------------------- Treatment Plant CTRWD WWTP Builder Ryland Homes Phone Number 846-2783 Parcel Acreage ------------------------------ - EDU in Gallons 310 Lot Number ---------- 227 -------------------- Address Number ----- -- 13454 ------------- - Address 2 -------------- ---- - ------------- Street ---------------- Salamone Way --------------------- city - ------------ Westfield Zip Code --------------- 46074 ------------------- County ---- Hamilton- Local ' Sewer Charge Plan Review and. Inspection Application Fee $100.00 ------------------- -- -- EDU Fee $1,650.00 Interceptor Fee Invoice Number I Fees Due $1,750.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste District (see reverse) and any conditions noted below. All installations; shall be inspected by District personnel during .,open trench" phase and before backfilling with stone to twelve inches above the pipe. NO footing or foundation drains, or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. The District will assume no liability for drains which are below the grade level of the nearest downstream, manhole nor for laterals which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be responsible for damages to the District's sewer system. This includes damages to manholes,. castings, manhole lids and the:like; caused by construction activity on the-building site which is the subject of this permit. Inspections by the District are MANDATORY,and shall be arranged by contacting the District's office at 844-9200 24 hours in advance. All new construction will be placed on billing six months after connection' has been made or when water is connected, whichever' comes first. The building has: USMH CBN3-82 CBN2=81 I Grease Trap ------ No ----- Slab Foundation No Lid Elevation 912.21 it -------- 910.51 ft ----------- Grit Interceptor No Crawl Space ---- No --- First Floor Elevation 914.40 It 914.40 ft Grinder Station No Basement Yes Basement Elevation 905.40 ft 905.40 ft Calculation is based on both Manhole Lid Elevations and the elevation of the First Floor 2,19 $- 9 Per Ordinance 9-1399 and the elevations provided, the substructure shall be plumbed by: Ejector Pump /:?L: The District reserves the right to inspect all sump pump connections to ensure no illegal connections have been made. ?& Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: All conditions have been met. Connection to the sanitary sewer is now permitted. CTRWD By signing below;I attest that 'I am familiars With the District's specifications and agree to accept responsibility for all work done under this permit. Builder/Owner Signature Phone Number Printed Name v? C,6:? Approved Permit Date 1212112007 Candy J. Feltner. Director ofAdmimstralbnd Customer Sewice Revised 7126107 Permit is valid for ONE-YEAR from the date issued. Permit validonly with CTRWD seal in red ink. Residential SANITARY SEWER PERMIT 00748 INDIVIDUAL LOT I EXISTING BUILDINGS SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. :Air test is required to show if acceptable for re-use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that$he District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection' fails and a second inspection is required,.or contractor is not on site for scheduled inspection, or.fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection. 5.• Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer; a septic tank "...shall be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information and to notify the department of the abandonment. 6. Acceptable Pipe Materials PVC PIPE: SDR35'or SDR 26, ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRD 21, ASTM D2241, SIX INCH PIPE (use only per approval of the.DistrictEngineer) GASKETED JOINTS: ASTM D3212 GASKETS: ASTM F477 FITTINGS: SDR 26 or better (NO fernco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: HDPE DR11 with Compression Fittings, Mechanical or Electrofused Joints CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS NO MORE THAN 100 FEET APART. 7. Bedding Use Number 8 crushed stoneorNumber 8,fractured face aggregate. Number 8" stone backfill material is to be placed from 6 inches below to 12 inches above the pipe. The trench should be a.minimum of 18 inches wide (six inches on both sidesof:the pipe) 8. Laterals shall be installed no closerthan.20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D2241. Any proposed, installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed.outside three feet of,building foundation walls. 11. Additional information on District standards and. specifications may be,obtained from the District's office during business hours of 8.00a.m. to 4:30 p:m. Monday through Friday:,All District standards can be located on our web site at http://www.ctrwd.org/. Clay Township Regional Waste District 10701 College Avenue -Suite A Indianapolis, Indiana 46280 12. Septic effluent shall not be pumped out into the sanitary sewer system. / 13. The District shall inspect ALL laterals. Please call the,District office at'844.920024 hours prior to time of 14. Contractors shall'lay 14 gauge-solid wire the"entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1-800-382-5544, 48 hours prior to digging Revised 10109/07 Schneider The Schneider Corporate 6901 Otla Avenue Historic Port Harrison Indianapolis, W*u 0216-1037 317-629-7100 317SM-7200 PAX Plot Plan Prepared for. R.H. of INDIMIA Lot ¢ 227, containing 11,200 S.F.t, in Cloyboume Section # 3 Instrument 1200400080247 P.C. A Slide ram bay Twp, Hamilton County See 30, 718N. RE 3454 SALAMONE WAY (50' IN 48074 Prepared Date: 12-12-07 Proposed Buyer(s): Patridt Community Restrictions: Side Yord =N/A Rear Yard = 20' Aggregate = IU' (B.H.) zoning = Sl Lot # 227 VB07.0083771 l O 210 30 SCALE 1' = 30' Ground Cover CDlculaJors: Drive =773 SFt Publi: Walk =319 SF> Private Walk =55 SI H,vdroseeding =4,626 SFt Sod =418 SY± , from .Rear r residence. CDtionol Sod Peckaoe Hydroseedine =1,544 SF3 Addl. Sod Pkg.=342 SY_, to Rear easement. Note: The garage finish floor elevation is 2.3' above the curb at the drive per plan. Sidewalk to be placed I' from property line, 4' rom bock of curb per plan. R/W) By. SKN and Diane McVey IJA31 ITY NOTE Bopnaering this bowing is obese m omsmuc9m aides or record darglgs, and is net based upon a reed sttrey. -he Schneder corporation does rot sw-9in1 rmant Its accuracy or suff6ncy of this cformatia.. Cmtroclors Uciduape Arohiteatma sided verify eastir3 conditions prior to any construction. Any 0 ,115 dsrepalwy fauna an this dcarng should be 'mmecia•,dy reported to Geolep The Sduveder corporation. Failing to do se will result In the contractor's cssmptim of as limility. Plot Plan Legend 0 0 Proposed Grades 000.0 Existing Grades ?000.0? Contour Grade old Approx. Lateral Location - 0 - Sanitary Sewer Lines -OTC Storm Sewer Lines - w - Water Service Lines - - - - - - - Sub-Surface Drain Lines 0 Manhole (Sanitary or Storm) ® Beehive Inlet (Storm) ® Curb Inlet (Storm) D End Section (Storm) Ak. Fire Hydrant Flaw Line of Swale Note: Sanitary Sewer Top of Casting Information Upsveam Manhole, iC= 912.21 Downstreom Manhole, TC-910.51 per record drewing \3 m •e?p? a PR?,E3? .o i G P?0 ?E,A ySf.? 59.6' LOT 228 NO EXISTING RESIDENCE 47.6' 19f jua finished Floor Elevation Information Pad Grade = 912.2 per plan Pad Grade + 0.7' = Garage.FFE (912.7 ) ) Garage FE + 1.5' = Residential FFE ( 914.4 Residential FIFE - 9.0' = Basement F..FE (905.4 Drive Slope = 5.8% M.F.P.G. = 903.8 MH i Eel TC=910.51 PER RECORD DRAWING BASEMENT NOTE Tne opponent devotim, depldec h rem, has been deform, sm and based m the pad grease and/or cmtaus token ham the construction plans fin this mbd'msice. Unless stated, no nfbmectbn about euctumir; water table, sal conditions, or sot types has hen provided or stated on said plms. This lot is located near a body of eater. Lot a set conditions may require trot the basement floor dewtion be help two feet (2'-D") move mm?d pod elevctler. Site investigation may be needed it water is encountered purring the excevatim process or if other crown water elevation or Baas cmcitims arc present. Investigation and any remedd procedures ore of the assorel'wn of the balder to deterrnne and take appropriate steps of action. If any waded water is ercanterm dung the exm.ol'on Lie builder is encouraged to contact Ths Scunker corporation to dsass possible course of adian. SUMP PUMP N07 Note III to msae LAT@AL SEPSRARON NOTE Sumo pump(s) to be Positive tranoge c.ay Carl to maintain a booed by balder m Iran stricture(s). minimorn distance of tan feet needed (10'-0') betren wdty and CITY OF CARMEL NOTE sanitary lalerols. In the residential districts limiting height to twenty-five (25) feet, a dwelling may be increased in height to thirty-five (35), provided the side and rear yards are increased an additional foot for each foot such structure exceeds twenty-five (25) in height. (Per Carmel Zoning Ordinance 26.1.1) 9 0 I g 9 O 00, TYPICAL SWALE BECTIaN LOT 226 KINSINGTON 4 up . awl 19t' f d MHtf 82 TC=912.21 PER RECORD •,}x? 29.5' DRAWING e S SIGNATURE : DATE SIGNATURE REPRESENTS CONFlRMAHON OF RECEIPT OF PLOT PUN BY CUSTOMER. I artily that the plan shoen harem was prepared tar the benefit of the parties indicted harem ad far the purpose of m onng a residential constriction parnit only. It is my opinion that it the proposed finishes grade ore cmaWdec es shown, the surface drainage an the aL"ecl lot .11 be sotistmory fa residential ocdsuleam. This plan was carried bees on documents prepared by others and The Schneider corporation names no Eablity for the accuracy. emloeteres a acceptance at fro" rocumat>_ This erarng is not blended to be represented be a stmo m%t a original bcundery mrvey, c mule survey. a e surveyor Iccctim report -I OOD HAZARD STAFMENT the aavrecy at any food head dale shown on this plot plor is subpet to map scale uncvlanty me to my other um erl3nly h Ixotion or devotion on ;he refemc of flood ns:rance rate mop (FIRM). ALL of the .!thin desagseel land DOES NOT UE whin that specie) droll haaom area zone 'Af'. as said lad plots by scone an Corn. mnily Yap Pmd 118057C 0205 of the flood isorance rate map (FIRM) for harl Canty, Indiana Dated Febroay 19, 2073. 4